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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: <br />USP HTA18 W/ (0) 10d x 1 12" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />USP LPTA W/ (10) 10d x 1 12" HDG NAILS, <br />WOOD TO WOOD: <br />USP RT16A OR LUGT2 W/ IOd x 1 12" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO MATCH CONNECTOR FINISH. <br />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL <br />MANUFACTURER SHOWN IN STRUCTURAL PLANS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOORAND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER (M16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />DESCRIPTION <br />REMARK <br />0 <br />1 (2) 2x8 <br />BEAM SCHEDULE <br />INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM <br />/ B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS <br />E.E. = EACH END, O/C = ON <br />CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT <br />MARK <br />DESCRIPTION <br />(P-1) <br />WxH, <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />BBi <br />MASONRY <br />3000 <br />8x16 <br />(1)#S <br />(1)#5 <br />N/A <br />GROUTED SOLD <br />882 <br />MASONRY <br />3000 <br />8x8 <br />, #S <br />WA <br />GROUTED SOLD <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />8 PRESTRESSED <br />U-LNTELS <br />SAFELATERAL LOADSFOR <br />8" PRECAST 6 PRESTRESSED <br />U-LINTELS <br />SAFE UPLIFT LOADS FOR <br />8" <br />PRECAST <br />8 PRESTRESSED <br />U-LINTELS <br />o-wP�86N <br />SAFE <br />LOAD - <br />POUNDS <br />PER <br />LINEAR <br />FOOT <br />4_4__ <br />SA <br />P LFOAD <br />4--o-ESE <br />SAFE <br />LOAD - <br 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<br />BRa <br />tow <br />am <br />HOT <br />we <br />Am <br />OM <br />,8R8 <br />s4• OW) PRECAST <br />1217 <br />s4• R4'1 PRECAST <br />411 <br />411 <br />745 <br />Sr R4'1 PRECAST <br />10M <br />I <br />ww <br />ww <br />wm <br />wM <br />4m <br />,ow <br />iMi <br />wN <br />ww <br />am <br />wM <br />4Pw <br />s•10• (W) PRECAST <br />1082 <br />5-IW (M PRECAST <br />340 <br />33B <br />016 <br />s-1C (In PRECAST <br />m <br />M. <br />nor <br />lwo <br />4m <br />m <br />UP <br />ww <br />ww <br />MH <br />ww <br />410 <br />sd (76n PRECAST <br />U1B <br />GW (W) PRECAST <br />SD► <br />72l <br />4SD <br />sd (76') PRECAST <br />m <br />, <br />LM <br />Mo <br />NMI" <br />ew <br />,4f <br />,4w <br />wm <br />HID <br />wM <br />H4 <br />R6' (60`) PRECAST <br />7p <br />rd (om PRECAST <br />JIM <br />534 <br />363 <br />r-C lBD•1 PRECAST <br />lm <br />R7 <br />18m <br />,m <br />81w <br />w0 <br />ww <br />174• (+72') PRECAST <br />W4 <br />S4• (112') PRECAST <br />320 <br />512 <br />23D <br />" (117) PRECAST <br />w, <br />7a <br />„tM <br />Mw <br />« <br />m <br />1MB <br />Im <br />wN <br />2m <br />16W (12r) PRECAST <br />QS <br />10'd (128n PRECAST <br />204 <br />401 <br />180 <br />itld (126n PRECAST <br />m <br />Ht <br />Me <br />1m <br />w11 <br />M <br />M <br />,tw <br />I7w <br />ww <br />wll <br />tt4' (138) PRECAST <br />362 <br />IIW (135') PRECAST <br />28D <br />452 <br />184 <br />IIW (1w) PRECAST <br />4A1 <br />« <br />m <br />,M <br />Im <br />« <br />wI <br />, <br />im�j <br />ISO <br />,11E <br />Mw <br />I" (141•) PRECAST <br />337 <br />1Yd (144n PRECAST <br />244 <br />402 <br />Ion <br />17-V (144n PRECAST <br />410 <br />4w <br />7w <br />tt <br />, <br />Imt <br />no <br />M <br />ao <br />I <br />IF <br />w1# <br />134• (+6D•) PRECAST' <br />am <br />134• (ISM PRECAST <br />217 <br />324 <br />110 <br />13'4' (lWj PRECAST <br />m <br />wl <br />m7 <br />M. <br />« <br />t <br />,m <br />4w <br />« <br />tm <br />141 <br />1 <br />Iw7 <br />14W (1SC) PRECAST <br />270 <br />lyd (ISE) PRECAST <br />2D6 <br />283 <br />100 <br />14W OM PRECAST <br />« <br />4w <br />M <br />M <br />,wl <br />110 <br />« <br />717 <br />I <br />i <br />Im <br />14L6` (178n PRS1RB18ED <br />NA <br />1rd (+TBn PI�IR®W <br />WA <br />284 <br />6t <br />trd (176') PI�TI®IED <br />s <br />r <br />« <br />M <br />O <br />a <br />m <br />4m <br />m <br />I <br />m <br />IN <br />I,M <br />Iwl <br />1s4' (184n PRE® <br />rLa <br />ir-C (184n PRawmaS8ED <br />NA <br />268 <br />83 <br />low (loin PRwR"m <br />IN <br />w/ <br />"SE <br />lw <br />« <br />MA <br />$V <br />4w <br />,m <br />1 <br />8N <br />lm4 <br />tme <br />17%4' On PREIV OCED <br />NA <br />1r-4' (2D8•) P <br />NA <br />ASS <br />64 <br />ir{ Pon P BD <br />tw <br />,8l <br />m <br />8w <br />« <br />Y <br />am <br />7m <br />M <br />, <br />ME—tol <br />1171 <br />MIS <br />low on PFAMR� <br />NA <br />19W Mn PRES MM <br />N.R- <br />VA <br />62 <br />1" mn pmw 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RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774.6078 <br />FAX: 407-7744078 <br />www.abdesWngroup.eom <br />AA 6: 0003325 <br />q <br />3 <br />Is <br />Y <br />O <br />w <br />V <br />Z <br />aysa:v. ae On <br />SILVERDADO <br />LOT #23 <br />BLK #7 <br />3P 4 JWT 307 <br />11aoamrl <br />4EHB <br />"2605— HAYDEN" <br />oANAGNI awixol <br />RIGHT <br />PAGW. <br />SECOND FLOOR <br />LIFT BEAM <br />PLAN <br />50 MPH EXP. <br />AHrMSOT1 <br />BTAW OF R-0110A <br />WLAW <br />NO arm <br />D TM 07/01/19 <br />15CA .01/4"=1'-0" <br />822s >O r <br />S5 <br />